Proposed Civil Works Of Fstp Under Swachha Maharashtra Mission For Municipal Council Mangrulpir , Dist - Washim
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Dec 2019
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mangrulpir → Maharashtra
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Not Available
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Address
Project Description
Proposed Civil Works Of Fstp Under Swachha Maharashtra Mission For Municipal Council Mangrulpir , Dist - Washim
BOQ
| Name of Work: PROPOSED CIVIL WORKS OF FSTP UNDER SWACHHA MAHARASHTRA MISSION FOR MANGRULPIR MUNICIPAL COUNCIL, DIST - WASHIM | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means \n\nMJP SOR 2019-20 (Bd-A-1/259); Pg. no.- 32 | BI01010001010000000000000515BI0100001113 | 176.87 | Cum |
| 2 | 2 | Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction royalty charges etc.complete.\n\nMJP SOR 2019-20 - Section E - Excacation, Item No 17, Page No 36 | BI01010001010000000000000515BI0100001116 | 107.35 | Cum |
| 3 | 3 | Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.\n\nMJP SOR 2019-20 - Section E - Excacation, Item No 18, Page No 36 | BI01010001010000000000000515BI0100001118 | 15.85 | cum |
| 4 | 4 | Providing and laying in situ following grades of M-10 Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)\n\nMJP SOR 2019-20 (Bd-E-1 /287), Pg No - 39 | BI01010001010000000000000515BI0100001119 | 10.88 | Cum |
| 5 | 5 | Providing and laying M-25 in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix esign for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement)\n\nFor RCC M-25 at foundation\nMJP SOR 2019-20, Section - G- Plain and Reinforced Cement Concrete, Item No 2c, Page No - 39 | BI01010001010000000000000515BI0100001120 | 34.58 | Cum |
| 6 | 6 | Providing and casting M-25 in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by ngineer-in-charge For RCC M-250 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase including normal dewatering, centering, 'plywood formwork, ully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor einforcement) \n\nFor RCC M-25 Wall/ Slab\nMJP SOR 2019-20, Section - G- Plain and Reinforced Cement Concrete, Item No 5c, Page No - 41 | BI01010001010000000000000515BI0100001121 | 38.93 | Cum |
| 7 | 7 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)\n\nFor RCC M-25 Beam\nMJP SOR 2019-20, Section - G- Plain and Reinforced Cement Concrete, Item No 4, Page No - 43 | BI01010001010000000000000515BI0100001122 | 8.55 | cum |
| 8 | 8 | Providing Second Class Burnt Brick masonry with conventional / IS. type bricks in cement mortar 1:6 including scaffolding, racking out joints pointing in C.M 1:3 and watering etc. in pillars of curved shapes, as shown on the drawing or as directed etc. complete. 27.01 BDG 1 \n\nE-DSR, PWD, Bd.G.9 (b) Page No. 317, Item No 27.09, Brick masonary | BI01010001010000000000000515BI0100001123 | 2.13 | cum |
| 9 | 9 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.\n\nMJP SOR 2019-20, Section - G- Plain and Reinforced Cement Concrete, Item No 8c, Page No - 46 | BI01010001010000000000000515BI0100001124 | 8.21 | M.T. |
| 10 | 10 | Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-incharge. \n\nMJP SOR 2019-20, Section-J-WELL SINKING RIVER INFILTRATION WORKS, Item no. 10 , page no - 221 | BI01010001010000000000000515BI0100001124 | ||
| 11 | 10.1 | 40 mm Pabbles | BI01010001010000000000000515BI0100001122 | 26.7 | Cum |
| 12 | 10.2 | 12 to 20 mm Pabbles | BI01010001010000000000000515BI0100001127 | 17.1 | Cum |
| 13 | 10.3 | Fine Sand | BI01010001010000000000000515BI0100001128 | 16.61 | Cum |
| 14 | 11 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.\n\n PWD, e-DSR(Bd.L.2 Page No. 368 | BI01010001010000000000000515BI0100001129 | 204.8 | sq.m |
| 15 | 12 | Providing and laying cement concrete manhole cover (300 mm X 300 mm) \n\nLumpsum | BI01010001010000000000000515BI0100001130 | 4 | nos |
| 16 | 13 | Preparation of good soil and manure and throghly mixed, leveleing, watering and planting well developed canna bed of 1.5' height and maintaining till well established etc complete. \n\nHorticulture DSR, PWD, 2016-17, Plants for canna. 10% escalation for two years | BI01010001010000000000000515BI0100001131 | 370 | Nos |
| 17 | 14 | 2.0 HP capacity of pump Centrifugal Monoblock Pump set (Single Stage) - Providing, erecting and giving test of centrifugal Monoblock pump set conforming to IS 9079 operating at 2900 RPM with CI impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type. Pump set shall be suitable for working at various discharge and head requirements. Pump shall be erected on Provided C.C. foundation block with suitable foundation bolts grouted in C.C. foundation block\n\nMJP ELECTRICAL & MECHANICAL CSR 2019-20, PM 2-1-1, page no -4 | BI01010001010000000000000515BI0100001132 | 4 | Nos |
| 18 | 15 | Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. upto 7.5 HP Capacity\n\nMJP ELECTRICAL & MECHANICAL CSR 2019-20, LG 1-1, page no -48 | BI01010001010000000000000515BI0100001133 | 2 | Nos |
| 19 | 16 | 3 core PVC insulated, PVC sheathed copper conductor flat submersible cable. Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. \n\nMJP ELECTRICAL & MECHANICAL CSR 2019-20, CB 1-5, page no -56 | BI01010001010000000000000515BI0100001134 | 100 | rmt |
| 20 | 17.1 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). \n\nFor 90 mm OD uPVC pipe\n\nMJP, DSR, 2019-20, SECTION - I : C.I./D.I. PIPES, Item 1 of II. PVC pipes, Page no 65 | BI01010001010000000000000515BI0100001135 | 100 | Rmt |
| 21 | 17.2 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). \n\nFor 90 mm OD uPVC pipe\n\nMJP, DSR, 2019-20, SECTION - I : C.I./D.I. PIPES, Item 4 of II. PVC pipes, Page no 68 | BI01010001010000000000000515BI0100001136 | 100 | Rmt |
| 22 | 18 | Water Supply and Sanitary Fitting 42.54 BDV Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres As directed by engineer-incharge. Litre 11.00 1.00 \n\nE-DSR, PWD, Code- 42.54 BDV, Pg. no.- N.A.(E-DSR) | BI01010001010000000000000515BI0100001137 | 3000 | Liters |
| 23 | 19 | Providing, erecting, commissioning & giving test & trial for a period of one month including one year free maintenance after commissioning of Electro chlorinator capable of generating chlorine form common salt by electrolysis using electrodes in form of sodium hypo chlorite solution containing 6-8 gms/lit of available chlorine in batch or continuous process and capable of providing 8 hrs storage of hypochlorite in case of power failure. The electro chlorinator shall comprise of following. Electrolytic cell consisting dimensionally stable electrodes made from Gr I Titanium sheet with multi metal Oxide coating. Electolyzer tank made from PVC -FRP or Acrylic. Power pack consisting of ansformer rectifier for generating suitable DC current from AC supply along with the control switch for dosing pumps, etc through MCB's contacts, relays and wiring. Control panel for the electro chlorinator\nconsisting of DC voltage and current display income phase status unit on-off switches fuses etc. Dosing tank of suitable capacity made from PVC/FRP. Dosing pumps of special quality (1W+1S) suitable to handle hypo chlorite solution. Entire chlorine solution pipeline shall be of PVC Chlorine test kit suitable to measure\nresidual chlorine up to 5ppm. (25 gms / hr)\n\nMJP MECH/ ELECT DSR 2019-20 , (EC 17-1) \nPage no 75 | BI01010001010000000000000515BI0100001138 | 1 | Nos |
AI Tender Summary
Tender Timeline
Dec 02, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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